WO2017091085A1 - Système et procédé de fondation de têtes de puits - Google Patents

Système et procédé de fondation de têtes de puits Download PDF

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Publication number
WO2017091085A1
WO2017091085A1 PCT/NO2016/050238 NO2016050238W WO2017091085A1 WO 2017091085 A1 WO2017091085 A1 WO 2017091085A1 NO 2016050238 W NO2016050238 W NO 2016050238W WO 2017091085 A1 WO2017091085 A1 WO 2017091085A1
Authority
WO
WIPO (PCT)
Prior art keywords
housing
pipe
foundation
suction
wellhead
Prior art date
Application number
PCT/NO2016/050238
Other languages
English (en)
Inventor
Wolfgang MATHIS
Harald Strand
Original Assignee
Neodrill As
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from NO20161816A external-priority patent/NO342444B1/no
Application filed by Neodrill As filed Critical Neodrill As
Priority to MX2018006408A priority Critical patent/MX2018006408A/es
Priority to CN201680069148.8A priority patent/CN108291432B/zh
Priority to GB1807846.9A priority patent/GB2560834B/en
Priority to BR112018010146-0A priority patent/BR112018010146B1/pt
Priority to US15/778,438 priority patent/US10961679B2/en
Priority to AU2016361113A priority patent/AU2016361113B2/en
Publication of WO2017091085A1 publication Critical patent/WO2017091085A1/fr
Priority to US17/173,591 priority patent/US11286635B2/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/18—Foundations formed by making use of caissons
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/50—Anchored foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/02—Surface sealing or packing
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B33/00—Sealing or packing boreholes or wells
    • E21B33/02—Surface sealing or packing
    • E21B33/03—Well heads; Setting-up thereof
    • E21B33/035—Well heads; Setting-up thereof specially adapted for underwater installations
    • E21B33/037—Protective housings therefor
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
    • E21B41/0007—Equipment or details not covered by groups E21B15/00 - E21B40/00 for underwater installations

Definitions

  • the invention relates to a wellhead foundation for one or more subsea wells, the wellhead foundation comprising a suction foundation provided with a housing with an open bottom and a top which is closable with a top cover, and one or more high-pressure- 5 barrier pipes being attached to the housing and extending from the top of the housing and at least over a substantial part of the vertical extent of the housing towards or beyond the open bottom of the housing inside or outside the periphery of the housing.
  • a subsea well for example a petroleum well
  • a wellhead which is arranged on the seabed, being stabilized in such a way that strain, i o for example lateral forces, to which the wellhead Christmas tree is subjected because of currents in the surrounding water masses is transmitted to the seabed masses surrounding the top part of the wellbore.
  • the stabilization is typically provided by a conductor casing, which defines the top part of the wellbore against the surrounding unconsolidated masses, being cemented against the unconsolidated masses after, for
  • the conductor casing has been lowered into a drilled hole or been driven down into the unconsolidated masses by an impacting device.
  • the conductor casing forms a low-pressure barrier in the well and is connected to a low-pressure housing in the wellhead.
  • a well pipe that forms a high-pressure barrier in the well is extended.
  • the conductor casing is extended through a supporting pipe, which is typically centred in the suction foundation and secured to the top cover of the suction foundation and to a lower portion of the skirt of the suction foundation.
  • a supporting pipe typically centred in the suction foundation and secured to the top cover of the suction foundation and to a lower portion of the skirt of the suction foundation.
  • WO2015054766 discloses the installation of conductor casings, that is to say a low- pressure barrier, in a seabed, with an assembly of one or more suction foundations with one or more integrated pipes extending in the full height of the suction foundation, inside or on the outside of the suction foundation(s) and projecting up above the top of the suction foundation(s).
  • the suction foundation(s) is/are provided with a top cover / top covers closing the top(s) of the suction foundation(s).
  • WO2015118348 discloses an apparatus for installing a wellbore in a seabed, in which the upper end of the suction foundation is provided with a wellhead for engagement with a conductor casing, that is to say a low-pressure barrier, extending through the housing of the suction foundation.
  • the invention has for its object to remedy or reduce at least one of the drawbacks of the prior art or at least provide a useful alternative to the prior art.
  • a wellhead foundation is provided for subsea wells for the exploration for or/and production of petroleum, for example, or for the injection of gas or water, for example.
  • the wellhead foundation comprises a suction foundation in which a housing is provided with an open bottom and a top cover, which, at least during the installation of the suction foundation, closes the top of the suction foundation.
  • the ground plan of the housing may be circular, elliptical, oval or polygonal.
  • the wall(s) of the housing is/are tight, so that a negative pressure may be created inside the housing .
  • at least one pipe is arranged, which is arranged to form an upper well-pipe portion that forms part of a high-pressure barrier in the subsea well.
  • Said pipe extends from the top of the housing and at least over a substantial part of the vertical extent of the housing towards or beyond the open bottom of the housing inside or outside of 5 the periphery of the housing.
  • An upper portion of said pipe is straight and is preferably standing vertically when the suction foundation is positioned in a seabed, the straight pipe portion lying substantially parallel to the centre axis of the suction foundation.
  • a portion of the pipe lying below may be straight or deflected.
  • a deflected pipe may extend through an opening in the wall of the housing. If a pipe extends through the top i o cover of the housing or through the wall of the housing, the top cover and the wall fit tightly around the pipe. Said pipe is braced against the housing.
  • the suction foundation is provided, in a manner known per se, with at least one connection for a suction line, for the internal space of the suction foundation to be evacuated so that surrounding water masses can drive the suction foundation down into unconsolidated masses in
  • the housing may be divided into several chambers by means of internal walls arranged vertically. It is thereby possible to have different negative pressures in the different portions of the housing. The verticality of the housing can thereby be adjusted by means of the negative pressure.
  • said pipe may extend out of the open bottom of the housing or the wall of the housing, said pipe having or being given a length adapted to the properties of the unconsolidated masses into which the suction foundation is going to be set. If said pipe does not extend beyond the open lower end of the housing during transport, the transport and deployment of the suction founda-
  • the suction foundation may be transported upright on a vessel deck. If, in an operative state, said pipe is going to have a length extending down below the skirt of the suction foundation or outwards from the wall of the housing, said pipe may be formed in various ways. In one embodiment, said pipe may be manufactured with the desired, fixed length and be attached to the
  • said pipe may be formed as a telescopic pipe which is extended while or after the suction foundation is being / has been put down, for example while the suction foundation is hanging from a lifting device on an installation vessel or by the use of an underwater hammer after the suction foundation has
  • a further way of providing a lengthened pipe is to join an extension to the pipe while the suction foundation is placed in an upright position, hanging from a lifting device on an installation vessel, possibly standing on a framework projecting from the hull of the vessel or across a moon pool of the vessel.
  • the suction foundation has a great carrying capacity and provides good support against all the typical loads to which a subsea well may be subjected throughout the life of the well, that is to say during establishment, production, maintenance and removal, the invention opens to the possibility of establishing wells without the use of conductor casings, as each of the pipes integrated in the suction foundation consti-
  • a further advantage is that several wellheads may be established on a suction foundation in that several pipes may be placed with good spacing near and within the periphery of the suction foundation, possibly also outside the periphery of the suction foundation, and the well pipes may be given a deflection even before they leave the suction foundation.
  • the pipe When a pipe extends down below the skirt of the suction foundation or outwards from the wall of the suction foundation, the pipe may be provided with a weakening inside the portion that is inside or at the periphery of the suction foundation to simplify a shutting down and abandoning of the well(s). Such a weakening may result in the suction foundation being easier to pull up and recover.
  • the invention relates more specifically to a wellhead foundation for one or more subsea wells, the wellhead foundation comprising a suction foundation provided with a housing with an open bottom and a top which is closable with a top cover, and one or more pipes being attached to the housing and extending from the top of the housing and at least over a substantial part of the vertical extent of the housing towards or beyond the open bottom of the housing inside or outside the periphery of the housing, characterized by
  • each pipe projecting up above the top of the housing and forming an upper well-pipe portion which forms part of a high-pressure barrier in the well
  • each pipe being arranged parallel to the centre axis of the housing .
  • the straight upper pipe portion of said pipe may be arranged eccentrically in the suction foundation.
  • a deflected pipe may extend through the top cover and at least to a wall opening in the housing, the wall opening fitting tightly against the periphery of the deflected pipe.
  • a deflected pipe may extend through the top cover and towards a skirt 15 edge of the housing.
  • the pipe may be lengthenable.
  • the pipe may be telescopingly lengthenable beyond the open bottom of the housing by means of one or more telescope sections.
  • the pipe may be joinably lengthenable beyond the open bottom of the housing by means of one or more pipe 20 sections.
  • At least one straight or deflected pipe may be arranged outside of the periphery of the housing.
  • the housing may be provided with several internal walls that form several separate chambers, which are each provided with a suction-line connection.
  • the invention relates more specifically to a method of establishing a subsea wellhead foundation, the method comprising the steps of
  • characterized by the method including the further steps of bringing a skirt edge of the suction foundation into abutment on the seabed; driving one or more pipes attached to a suction-foundation housing and a skirt of the suction-foundation housing down into an unconsolidated mass, said pipe(s) projecting up above the top of the housing and forming an upper well-pipe portion, which forms part of a high-pressure barrier in the wells.
  • the method may include the further step of
  • the method may include the further step of
  • the method may include the further step steps of
  • Figure 1 shows an axial section through a cylinder-shaped suction foundation, in which several pipes in the form of the upper portions of well pipes are attached to the suction foundation, a straight well pipe being attached to the outside of the suction foundation, a slightly deflected well pipe being attached internally in the suction foundation and extending to the lower skirt edge of the suction foundation, whereas a greatly deflected well pipe is attached in the side wall of the suction foundation;
  • Figure 2 shows an axial section corresponding to figure 1, but the straight well pipe attached to the outside of the suction foundation has been lengthened and extends way down below the skirt edge of the suction foundation through a pre-drilled hole in an unconsolidated mass, and the greatly deflected well pipe extends out from the side wall of the suction foundation;
  • Figure 3 shows a simplified plan view, on a smaller scale, of a cylinder-shaped suction foundation with pipes arranged inside the periphery of the suction foundation;
  • Figures 4 and 5 show simplified plan views of a cylinder-shaped suction foundation 5 with pipes arranged inside and outside the periphery of the suction
  • Figure 6 shows a simplified plan view of an oval suction foundation with pipes arranged inside the periphery of the suction foundation, the housing being divided into several chambers;
  • Figure 7 shows a simplified plan view of a triangle-shaped suction foundation with pipes arranged near the corners of the suction foundation and inside the periphery of the suction foundation;
  • Figures 8a-c show principle drawings, in side views, of the deployment of a suction foundation with a projecting portion of a well pipe, figure 8a showing the 15 suction foundation in a horizontal position during transport on a vessel, figure 8b showing the suction foundation in an upright position on a framework projecting from the vessel, and figure 8c showing the suction foundation hanging from a lifting device, in the process of being lowered into a water mass;
  • Figures 9a-c show principle drawings, in side views, of the deployment of a suction foundation with a telescopically lengthenable portion of the well pipe, figure 9a showing the suction foundation with a retracted well pipe during transport on the vessel, figure 9b showing the suction foundation hanging from the lifting device before the well pipe has been extended,
  • Figures lOa-c show principle drawings, in side views, of the deployment of a suction foundation with a portion of the well pipe which is lengthened by joining 30 before the suction foundation is lowered into the water mass, figure 10a showing a pipe section lying on the vessel and the suction foundation standing on a framework projecting from the vessel, figure 10b showings the suction foundation standing on the framework and being connected to the lifting device prepared for lowering into the water mass, the well pipe having been lengthened with the pipe section, and figure 10c showing the suction foundation in the process of being lowered into the water mass.
  • the reference numeral 1 indicates a suc- 5 tion foundation provided with a cylindrical housing 11 forming a wall 111, also called a skirt.
  • the housing 11 has an open bottom 114 defined by a lower wall edge 111a, also called a skirt edge.
  • the housing 11 has a top, which is closed by means of a top cover 112.
  • Several well pipes 14, 14a, 14b extend downwards from above the top of the suction foundation 1.
  • a straight first well pipe 14 is attached to the outside of the i o housing 11 ; a slightly deflected second well pipe 14a extends through an opening 112a in the top cover 112 and through the housing 11 and has its mouth at the skirt edge 111a .
  • Said second well pipe 14a is supported against the wall 111 by means of a pipe mount 15.
  • a greatly deflected third well pipe 14b extends through the housing 11 to an opening 111b in the wall 111 where said well pipe 14b is attached and fits tightly
  • the top cover 112 fits tightly against the second and third well pipes 14a, 14b. All the well pipes 14, 14a, 14b have a straight upper well-pipe portion 141 arranged parallel to the centre axis of the housing 11.
  • the deflected well pipes 14a, 14b include a curved lower well-pipe portion 142.
  • the skirt 111 and well pipes 14, 14a, 14b of the suction foundation 1 have substan- 20 tially been driven down into an unconsolidated mass 4 forming a seabed 31.
  • a negative pressure may be created inside the housing 11 when the suction foundation 1 is standing on the seabed 31 by the housing 11 being evacuated of water through one or more suction-line connections 113. Thereby the suction foundation 1 is driven down into the unconsolidated mass 4 by the pressure 25 from an overlying water mass.
  • Each of the well pipes 14, 14a, 14b as shown in figure 1 are arranged to be lengthened so that a high-pressure barrier is formed down through the unconsolidated masses from an upper well pipe portion 141 projecting up above the suction foundation 1 in order to form a high-pressure wellhead housing in a manner known per se.
  • the well pipe 14 forms a stable boundary of a borehole in the unconsolidated mass 4 in a manner known per se.
  • the different well pipes 14, 14a, 14b are shown with different lengths downwards in the unconsolidated mass 4.
  • the invention enables an optimization of the wellhead foundation by the good carrying capacity of the suction foundation 1 being turned to account, and conductor casings (not shown) of a prior art known per se may be omitted as supporting elements.
  • a suction foundation 1 with well pipes 14, 14a, 14b may be carried out in the ways shown in figures 8a-8c, 9a-9c and lOa-lOc.
  • Figure 8a shows a suction foundation 1 with a well pipe 14 that extends out of the suction foundation 1. Because of that, it is transported in a lying position on a shifta- ble framework 21 on a vessel 2.
  • the suction foundation 1 is put into the upright position by means of the framework 21, see figure 8b.
  • the suction foundation 1 is connected to a lifting device 22, typically a crane, and lowered through a water mass 3 to the seabed 31 (see figure 8c) where the suction foundation 1 with the well pipe 14 is driven down into the unconsolidated mass 4, after which the well is established through the suction foundation 1.
  • Figures 9a-9c correspondingly show a suction foundation 1 with a telescopic well pipe 14 which is retracted during the transport of the suction foundation 1, but which is lengthened, after the suction foundation 1 has been lifted up from the vessel 2, by a telescope section 143 being released from its retracted position and then secured to the well pipe 14 in its extended position.
  • the telescopic well pipe 14 may be lengthened while the suction foundation 1 is standing on a framework 21 as shown in figures lOa-lOc.
  • Figures lOa-lOc show an embodiment in which the well pipe 14 is having a pipe section 144 joined to it, which, during transport of the suction foundation 1, is separate from the suction foundation 1, indicated in figure 10a as lying on the vessel 2. The joining takes place while the suction foundation 1 is standing on a framework 21 projecting from the vessel 2.
  • Figures 3-7 show examples of suction foundations 1 having different ground plans and positionings of integrated well pipes 14 inside and outside the periphery of the housing 11.
  • FIG 4 several pipes 14, 14a, 14 having different deflections outwards from the centre axis of the suction foundation 1 are indicated.
  • the housing is divided into several chambers l la-l lf by means of internal walls l l lc-l l lj.
  • Each 5 chamber is preferably provided with a suction-line connection 113 (see figure 1) for the negative pressure of each chamber l la-l lf to be adjustable independently of the negative pressures of the other chambers l la-l lf.
  • At least some of the chambers may be provided with means not shown, typically sensors that can be connected to a remote control system not shown, for recording pressures and the occurrence of gas- i o es.
  • the suction foundation 1 may be provided with means not shown for registering vertically.
  • the suction foundation 1 may also be provided with arrangements not shown, typically guiding elements, for receiving equipment that is to be connected to the suction foun- 15 dation 1 during well establishment, well maintenance or well shut-down.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Paleontology (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

Cette invention concerne une fondation de tête de puits pour un ou plusieurs puits sous-marins, la fondation de tête de puits comprenant une fondation d'aspiration (1) comprenant un boîtier (11) avec un fond ouvert (114) et une partie supérieure apte à fermée par un couvercle supérieur (112), et un ou plusieurs tube(s) (14, 14a, 14b) fixé(s) au boîtier (11) et s'étendant de la partie supérieure du boîtier (11) et au moins sur une grande partie de l'étendue verticale du boîtier (11) vers ou au-delà du fond ouvert (114) du boîtier (11) à l'intérieur ou à l'extérieur de la périphérie du boîtier (11), et une partie supérieure rectiligne (141) de chaque tube (14, 14a, 14b) faisant saillie au-dessus de la partie supérieure du boîtier (11) et formant une partie supérieure de tube de puits qui fait partie d'une barrière haute pression dans le puits, et la partie supérieure rectiligne de tube (141) de chaque tube (14, 14a, 14b) étant agencée parallèlement à l'axe central du boîtier (11). L'invention concerne en outre un procédé d'établissement d'une fondation de tête de puits sous-marin.
PCT/NO2016/050238 2015-11-25 2016-11-24 Système et procédé de fondation de têtes de puits WO2017091085A1 (fr)

Priority Applications (7)

Application Number Priority Date Filing Date Title
MX2018006408A MX2018006408A (es) 2015-11-25 2016-11-24 Sistema y metodo para cimentacion de cabezas de pozo.
CN201680069148.8A CN108291432B (zh) 2015-11-25 2016-11-24 用于井口基座的系统和方法
GB1807846.9A GB2560834B (en) 2015-11-25 2016-11-24 System and method for foundation of wellheads
BR112018010146-0A BR112018010146B1 (pt) 2015-11-25 2016-11-24 Fundação de cabeça de poço para um ou mais poços submarinos
US15/778,438 US10961679B2 (en) 2015-11-25 2016-11-24 System and method for foundation of wellheads
AU2016361113A AU2016361113B2 (en) 2015-11-25 2016-11-24 System and method for foundation of wellheads
US17/173,591 US11286635B2 (en) 2015-11-25 2021-02-11 System and method for foundation of wellheads

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
NO20151608 2015-11-25
NO20151608 2015-11-25
NO20161083 2016-06-29
NO20161083 2016-06-29
NO20161816A NO342444B1 (no) 2015-11-25 2016-11-17 System for fundamentering av brønnhoder
NO20161816 2016-11-17

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US15/778,438 A-371-Of-International US10961679B2 (en) 2015-11-25 2016-11-24 System and method for foundation of wellheads
US17/173,591 Continuation US11286635B2 (en) 2015-11-25 2021-02-11 System and method for foundation of wellheads

Publications (1)

Publication Number Publication Date
WO2017091085A1 true WO2017091085A1 (fr) 2017-06-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/NO2016/050238 WO2017091085A1 (fr) 2015-11-25 2016-11-24 Système et procédé de fondation de têtes de puits

Country Status (1)

Country Link
WO (1) WO2017091085A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021040533A1 (fr) 2019-08-27 2021-03-04 Equinor Energy As Fondation sous-marine et procédé d'installation

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6659182B1 (en) * 2002-07-11 2003-12-09 Halliburton Energy Services, Inc. Retrievable suction embedment chamber assembly
WO2010068119A1 (fr) * 2008-12-12 2010-06-17 Selantic Subsea As Dispositifs et procédé permettant de réaliser les fondations d'un équipement dans le plancher océanique
WO2012123431A1 (fr) * 2011-03-11 2012-09-20 Mclaughlin & Harvey Limited Système et procédé pour l'installation de fondations sous l'eau
US20130220206A1 (en) * 2010-11-09 2013-08-29 Aker Subsea As Subsea anchor
WO2013167872A2 (fr) * 2012-05-10 2013-11-14 Geoprober Drilling Limited Forage et chemisage de puits sous-marins
WO2015118348A1 (fr) * 2014-02-07 2015-08-13 Enovate Systems Limited Appareil d'installation de puits de forage et procédés associés

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6659182B1 (en) * 2002-07-11 2003-12-09 Halliburton Energy Services, Inc. Retrievable suction embedment chamber assembly
WO2010068119A1 (fr) * 2008-12-12 2010-06-17 Selantic Subsea As Dispositifs et procédé permettant de réaliser les fondations d'un équipement dans le plancher océanique
US20130220206A1 (en) * 2010-11-09 2013-08-29 Aker Subsea As Subsea anchor
WO2012123431A1 (fr) * 2011-03-11 2012-09-20 Mclaughlin & Harvey Limited Système et procédé pour l'installation de fondations sous l'eau
WO2013167872A2 (fr) * 2012-05-10 2013-11-14 Geoprober Drilling Limited Forage et chemisage de puits sous-marins
WO2015118348A1 (fr) * 2014-02-07 2015-08-13 Enovate Systems Limited Appareil d'installation de puits de forage et procédés associés

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021040533A1 (fr) 2019-08-27 2021-03-04 Equinor Energy As Fondation sous-marine et procédé d'installation
GB2587324B (en) * 2019-08-27 2022-06-15 Equinor Energy As Subsea foundation
EP4018045A4 (fr) * 2019-08-27 2023-09-13 Equinor Energy AS Fondation sous-marine et procédé d'installation
EP4394130A3 (fr) * 2019-08-27 2024-09-11 Equinor Energy AS Fondation sous-marine
EP4394129A3 (fr) * 2019-08-27 2024-09-11 Equinor Energy AS Fondation sous-marine
US12116748B2 (en) 2019-08-27 2024-10-15 Equinor Energy As Subsea foundation

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